Drawing Part-11.pdf

MRI

8"

8"

T R A

IL

O R

TO JCMC

(MED. CENTER)

TO

E

TS

U

SO

UT

HE

RN

R R

40 41

8"

6"

4"

6" 6"

4"

6" 4"

6"

6"

8"

12"12"

12"

12" 8"

6"

8"

6"

6" 6"

4" PVC

(2/99)ESG

CONST.

TRAILOR

(6/90)

8" PVC

(6/90)

8" PVC

5"N.H C.I.

(6/90)

(6/90) C.I.

5"N.H

12" 12" 12" 12"

6" 4" 4"

8" 8"

6"

6"

6" 6"

4"

4"

8"

15"

15"

6"

24"

24" 18"

15"

24"

24"

24"

8"

10" 15"

15"

15"

15"

C.O.

C.O.

6"

8" 8"

8"

8"

8"

6"

8"

8" 3"

BRUSH

CREE

K

LA

KE

D R.

E

AS

T

LAKE DR. WEST

DOGWOOD

AVE.

F

IF

T H

S T

MAPLE

AVE.

MEMORIAL AVE.

F O U R T H

S T . T H

IR

D

S T

MEMORIAL AVE.

MAPLE

AVE.

MAGNOLIA

AVE.

S E C O N D

S T

F

IR

ST

S T.

LAMONT

ST.

S

ID

N E Y

S T

DOGWOOD

AVE.

BROWNLOW

CI

RC

LE

LAKE

BRUSH

CREE

K

ASHE

AVE.

BRADFORD PEAR LANE

S. FIRST

ST.

PEA

CE

AVE

CEMETERY

M

AIN

T.

R D.

PEACE AVE.

S U N S E T

D R

FREEDOM RD.

CEMETERY

VI

CT

OR

Y

LN

SUNSET

DR.

FRE

EDO

M R D.

VICTORY LN.

45' - 0"

EQ EQ EQ

LC

LC LC LC LC

LC

A107

21' - 4"

24' - 0"

LCLC

G E N E R A L N O T E S

A. SEE PAVILION SPECICATION 06 13 00 FOR ADDITIONAL DETAILS.

B. SEE L107 FOR LOCATION AND ADDITIONAL DETAILS.

C. PAVILION STRUCTURE TO HAVE AN ASPHALT SHINGLE ROOFING SYSTEM PER SPECIFICATIONS.

LCLC LC LC

A107

PAVILION STRUCTURE

CONCRETE PAVEMENT -

REFER TO LANDSCAPE

CONSTRUCTION DOCUMENTS

18" X 18" CONCRETE

FOUNDATION

STEEL CAGE

HIGH WIND ANCHOR

TRIM BOX TO HIDE ANCHOR

/2

C L

1' - 6"

HIGH WIND ANCHOR

/2

C L

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

9812155 EXPIRES 12/31/2021

PATRICK ALLEN HILLIER

C R e v it U s e r

F ile s \2

\F F

E

M t H o m e

I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/2

/2

:1

:3

P

M

A107

PAVILION PLANS AND DETAILS

06/25/2021 PH TD

AE INSTALL SIGNS AND HISTORICAL

SITE ENHANCE

#621-20-104

MT. HOME, TENNESSEE

CONSTRUCTION BID

DOCUMENTS --

JAMES H.

QUILLEN VA

MEDICAL

CENTER

D R A W I N G N O T E S :

1 PAVILION KIT COLUMN- ANCHOR TO CONCRETE FOUNDATION SEE DETAIL 3/A107 THIS PAGE.

2 SEE CIVIL FOR HARDSCAPING DETAILS AND GRADING

3 ROOF OVERHANG

4 3X8 HEAVY TIMBER

5 3X12 HEAVY TIMBER

6 ASPHALT SHINGLES

7 CONCRETE FOUNDATION, TYPICAL.

8 2X6 HEAVY TIMBER ROOF PLANKS

K E Y P L A N

1/4" = 1'-0" A

PAVILION FLOOR PLAN

1/4" = 1'-0"

PAVILION ELEVATION

1/4" = 1'-0"

PAVILION ELEVATION

3/4" = 1'-0"

PAVILON FOOTING DETAIL

THIS WORK IS IN BASE BID.

OMIT ALL WORK ON THIS PAGE

IN ALTERNATE #2

Revisions: Date:

CONSTRUCTION DOCUMENTS 06/25/2021

8"

T R A

IL

O R

TO JCMC

(MED. CENTER)

TO

E

TS

U

SO

UT

HE

RN

R R

40 41

8"

6"

4"

6" 6"

4"

6" 4"

6"

6"

8"

12"12"

12"

12" 8"

6"

8"

6"

6" 6"

4" PVC

(2/99)ESG

CONST.

TRAILOR

(6/90)

8" PVC

(6/90)

8" PVC

5"N.H C.I.

(6/90)

(6/90) C.I.

5"N.H

12" 12" 12" 12"

6" 4" 4"

8" 8"

6"

6"

6" 6"

4"

4"

8"

15"

15"

6"

24"

24" 18"

15"

24"

24"

24"

8"

10" 15"

15"

15"

15"

C.O.

C.O.

6"

8" 8"

8"

8"

8"

6"

8"

8" 3"

BRUSH

CREE

K

LA

KE

D R.

E

AS

T

LAKE DR. WEST

DOGWOOD

AVE.

F

IF

T H

S T

MAPLE

AVE.

MEMORIAL AVE.

F O U R T H

S T . T H

IR

D

S T

MEMORIAL AVE.

MAPLE

AVE.

MAGNOLIA

AVE.

S E C O N D

S T

F

IR

ST

S T.

LAMONT

ST.

S

ID

N E Y

S T

DOGWOOD

AVE.

BROWNLOW

CI

RC

LE

LAKE

BRUSH

CREE

K

ASHE

AVE.

BRADFORD PEAR LANE

S. FIRST

ST.

PEA

CE

AVE

CEMETERY

M

AIN

T.

R D.

PEACE AVE.

S U N S E T

D R

FREEDOM RD.

CEMETERY

VI

CT

OR

Y

LN

SUNSET

DR.

FRE

EDO

M R D.

VICTORY LN.

WOOD BALUSTER RAILING.

WOOD BALUSTER BODY

CONTRACTOR TO SUBMIT

DETAILED DIMENSIONED SHOP

DRAWINGS FOR REVIEW

WOOD BALUSTER FOOT

EXISTING CONCRETE FLOOR

EXISTING COLUMN

9 1/2"

10"

1"x12" FASCIA BOARD

1" FASCIA BOARD TRIM

EXISTING CONCRETE

EXISTING BRICK

7' - 0"

1' - 0"

/4

EXISTING FOOTING

EXISTING BRICK WALL

EXISTING CONCRETE

FLOOR

EXISTING COLUMN

CONCRETE FOOTING

CAST IN PLACE

CONCRETE STAIR

WOOD BALUSTER BODY

WOOD BALUSTER RAILING

WOOD BALUSTER FOOT

2' - 0"

COMPACTED FILL DIRT

REINFORCED

CONCRETE WALL

G E N E R A L N O T E S

1. COORDINATE LOCATION OF ALL ADDITIONAL WORK WITH CIVIL DRAWINGS.

2. 100'-0" EQUALS 1711 FEET ON CIVIL DRAWINGS.

3. EXISTING COLUMNS ARE IONIC ORDER BUT DRAWN IN THE DORIC ORDER.

4. THIS STRUCTURE IS HISTORICAL AND CHANGES SHOWN HAVE BEEN APROVED. NO DEVIATIONS

FROM THE PROPOSED DRAWINGS SHALL BE ALLOWED.

5. HISTORICAL MASONRY RESTORATON REQUIREMENTS:

A. MASONRY CONTRACTOR TO REVIEW EXISTING CONDITIONS AND REVIEW WITH

C.O.R PRIOR TO ANY REPAIR WORK PROCEEDING RECOMMENDATIONS FOR

REPAIRING MASONRY WALLS AND OTHER MASONRY FEATURES BY REPOINTING THE

MORTAR JOINTS WHERE THERE IS EVIDENCE OF DETERIORATION, SUCH AS

DISINTEGRATING MORTAR, CRACKS IN MORTAR JOINTS, AND LOOSE BRICKS.

B. USE POWER TOOLS ONLY ON HORIZONTAL JOINTS ON BRICK MASONRY IN

CONJUNCTION WITH HAND CHISELING TO REMOVE HARD MORTAR THAT IS

DETERIORATED OR THAT IS A NON-HISTORIC MATERIAL. MINIMIZE DAMAGE TO THE

MASONRY UNITS. MECHANICAL TOOLS SHOULD BE USED ONLY BY SKILLED MASONS

IN LIMITED CIRCUMSTANCES AND GENERALLY NOT ON SHORT, VERTICAL JOINTS IN

BRICK MASONRY.

C. DUPLICATE HISTORIC MORTAR JOINTS IN STRENGTH, COMPOSITION, COLOR, AND

TEXTURE WHEN REPOINTING IS NECESSARY. IN SOME CASES, A LIME-BASED

MORTAR MAY ALSO BE CONSIDERED WHEN REPOINTING PORTLAND CEMENT

MORTAR BECAUSE IT IS MORE FLEXIBLE.

D. LIMIT CLEANING MASONRY SURFACES TO AVOID INTRODUCING CHEMICALS OR

MOISTURE INTO HISTORIC MATERIALS.

E. AVOID CLEANING WITH CHEMICAL PRODUCTS THAT WILL DAMAGE MASONRY,

INCLUDING ACID ON CHEMICALS ON MASONRY SURFACES.

F. DUPLICATE HISTORIC MASONRY IN STRENGTH, COMPOSITION, COLOR, AND

TEXTURE WHEN REPLACED.

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

9812155 EXPIRES 12/31/2021

PATRICK ALLEN HILLIER

C R e v it U s e r

F ile s \2

\F F

E

M t H o m e

I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/2

/2

:1

:4

P

M

A501

BAND STAND DETAILS

(ALTERNATE 1)

06/25/2021 PH TD

AE INSTALL SIGNS AND HISTORICAL

SITE ENHANCE

#621-20-104

MT. HOME, TENNESSEE

CONSTRUCTION BID

DOCUMENTS 10

JAMES H.

QUILLEN VA

MEDICAL

CENTER

3" = 1'-0"

GAZEBO SECTION - RAILING DETAIL

3" = 1'-0"

GAZEBO SECTION - WOOD TRIM DETAIL

1" = 1'-0"

GAZEBO SECTION - STAIR AND RAILING DETAIL

K E Y P L A N

ALL WORK ON THIS PAGE - ALTERNATE #1

CONSTRUCTION DOCUMENTS 06/25/2021

8"

T R A

IL

O R

TO JCMC

(MED. CENTER)

TO

E

TS

U

SO

UT

HE

RN

R R

40 41

8"

6"

4"

6" 6"

4"

6" 4"

6"

6"

8"

12"12"

12"

12" 8"

6"

8"

6"

6" 6"

4" PVC

(2/99)ESG

CONST.

TRAILOR

(6/90)

8" PVC

(6/90)

8" PVC

5"N.H C.I.

(6/90)

(6/90) C.I.

5"N.H

12" 12" 12" 12"

6" 4" 4"

8" 8"

6"

6"

6" 6"

4"

4"

8"

15"

15"

6"

24"

24" 18"

15"

24"

24"

24"

8"

10" 15"

15"

15"

15"

C.O.

C.O.

6"

8" 8"

8"

8"

8"

6"

8"

8" 3"

BRUSH

CREE

K

LA

KE

D R.

E

AS

T

LAKE DR. WEST

DOGWOOD

AVE.

F

IF

T H

S T

MAPLE

AVE.

MEMORIAL AVE.

F O U R T H

S T . T H

IR

D

S T

MEMORIAL AVE.

MAPLE

AVE.

MAGNOLIA

AVE.

S E C O N D

S T

F

IR

ST

S T.

LAMONT

ST.

S

ID

N E Y

S T

DOGWOOD

AVE.

BROWNLOW

CI

RC

LE

LAKE

BRUSH

CREE

K

ASHE

AVE.

BRADFORD PEAR LANE

S. FIRST

ST.

PEA

CE

AVE

CEMETERY

M

AIN

T.

R D.

PEACE AVE.

S U N S E T

D R

FREEDOM RD.

CEMETERY

VI

CT

OR

Y

LN

SUNSET

DR.

FRE

EDO

M R D.

VICTORY LN.

4" THICK PRECAST CONCRETE CAP

WITH BEVELED EDGE AND DRIP

EDGE

STONE VENEER - SEE

SIGNAGE DRAWINGS

SIGNAGE BY OTHERS

4" O.D. STEEL PIPE

/2

4' - 8"

CONCRETE FOUNDATION

#4 @ 12" O.C.

EACH WAY

C L

8" CMU BACKUP

2"

3" 3"

A502

8" BOND BEAM W/ GROUT

(TYP.)

#4 CONT.

4" THICK PRECAST CONCRETE CAP

WITH BEVELED EDGE AND DRIP

EDGE

STONE VENEER - SEE

SIGNAGE DRAWINGS

SIGNAGE BY OTHERS

4" O.D. STEEL PIPE

/2

6' - 0"

CONCRETE FOUNDATION

#4 @ 12" O.C.

EACH WAY

C L

2"

8" BOND BEAM W/ GROUT

(TYP.)

#4 CONT.

SIGNAGE BY OTHERS4" O.D. STEEL PIPE

/2

CONCRETE FOUNDATION

120V - 277 POWER LINE TO

SIGN

C L

#4 @ 12" O.C.

EACH WAY

/4

EXISTING CONCRETE

FOUNDATION

10' - 1" +/-

A502

A502

4" THICK PRECAST

CONCRETE CAP

WITH BEVELED

EDGE AND DRIP EDGE

STONE VENEER - SEE

SIGNAGE DRAWINGS

SIGNAGE BY OTHERS4" O.D. STEEL PIPE

/2

120V - 277 POWER LINE TO

SIGN

C L

/4

CONCRETE FOUNDATION

#4 @ 12" O.C.

EACH WAY

EXISTING CONCRETE

FOUNDATION

10' - 1 1/2" +/-

A502

A502

4" THICK PRECAST

CONCRETE CAP

WITH BEVELED

EDGE AND DRIP EDGE

STONE VENEER - SEE

SIGNAGE DRAWINGS

STONE VENEER - SEE

SIGNAGE DRAWINGS

8" CMU BACKUP 4" O.D. STEEL PIPE

A502

EXISTING CORNER MOLDING

EXISTING BRICK PILLAR

STONE VENEER - SEE

SIGNAGE DRAWINGS

8" CMU BACKUP 4" O.D. STEEL PIPE

A502

EXISTING CORNER MOLDING

EXISTING BRICK PILLAR

4" THICK PRECAST CONCRETE CAP

WITH BEVELED EDGE AND DRIP

EDGE

STONE VENEER - SEE

SIGNAGE DRAWINGS

3' - 0"

FRONT BACK

ELECTRICAL

DISCONNECT

ELECTRICAL FEED

120V - 277 POWER LINE TO

SIGN

REPAIR AND TUCKPOINT THE

FULL EXTENT OF MASONRY

PER SPECIFICATIONS

CLEAN THE FULL EXTENT OF

MASONRY PER SPECIFICATIONS

GRADE

8" BOND BEAM W/ GROUT

(TYP.)

8" CMU

#4 CONT.

4" THICK PRECAST CONCRETE CAP

WITH BEVELED EDGE AND DRIP

EDGE

STONE VENEER - SEE

SIGNAGE DRAWINGS

3' - 0"

FRONT BACK

ELECTRICAL DISCONNECT

ELECTRICAL FEED

120V - 277 POWER LINE TO

SIGN

REPAIR AND TUCKPOINT THE

FULL EXTENT OF MASONRY

PER SPECIFICATIONS

CLEAN THE FULL EXTENT OF

MASONRY PER SPECIFICATIONS

8" BOND BEAM W/ GROUT

(TYP.)

#4 CONT.

2' - 0"

3' - 0"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER

321 4 5 6 7 8 9 10

NOT FOR CONSTRUCTION

9812155 EXPIRES 12/31/2021

PATRICK ALLEN HILLIER

C R e v it U s e r

F ile s \2

\F F

E

M t H o m e

I n s ta ll S ig n s p a tr ic k .h ill ie r@ ff e -s e rv

.c o m

.r v t

/3

/2

:5

:0

P

M

A502

SIGNAGE FOUNDATIONS

06/25/2021 PH TD

AE INSTALL SIGNS AND HISTORICAL

SITE ENHANCE

#621-20-104

MT. HOME, TENNESSEE

CONSTRUCTION BID

DOCUMENTS SITE

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1/2" = 1'-0"

PRIMARY DIRECTIONAL SIGN

1/2" = 1'-0"

PRIMARY BUILDING ID SIGN

A. ALL CONCRETE WORK SHALL CONFORM TO THE MOST RECENT

EDITION OF ACI301 & ACI318-05 CODE REQUIREMENTS AND DETAILING

STANDARDS.

B. ALL READY-MIXED CONCRETE SHALL CONFORM TO ASTM C94.

C. USE AIR ENTRAINED CONCRETE (6% + OR - 1.5%) FOR ALL AREAS

EXPOSED TO WEATHER, FROST IN SOIL, OR FREEZE THAW CYCLES.

D. ALL CONCRETE SHALL DEVELOP THE COMPRESSIVE STRENGTHS AT

28 DAYS (F`c) = 3000 psi UNLESS NOTED OTHERWISE.

E. DETAILING BENDING AND PLACING OF REINFORCING STEEL SHALL BE

IN ACCORDANCE WITH THE LATEST EDITION OF THE ACI CODE SP-66.

F. PROCEDURES FOR PLACEMENT OF CONCRETE SHALL BE IN STRICT

CONFORMANCE WITH ACI 304 "RECOMMENDED PRACTICE FOR

MEASURING, MIXING, TRANSPORTING, AND PLACING CONCRETE".

G. REINFORCING STEEL: fy = 60,000 PSI.

G E N E R A L N O T E S

1/2" = 1'-0"

SOUTH PRIMARY MONUMENT SIGN (ILLUMINATED)

1/2" = 1'-0"

NORTH PRIMARY MONUMENT SIGN (ILLUMINATED)

1/2" = 1'-0"

NORTH PRIMARY MONUMENT SIGN (ILLUMINATED) - PLAN

1/2" = 1'-0"

SOUTH PRIMARY MONUMENT SIGN (ILLUMINATED) - PLAN

1/2" = 1'-0"

SOUTH PRIMARY MONUMENT SIGN (ILLUMINATED) - SECTION

1/2" = 1'-0"

NORTH PRIMARY MONUMENT SIGN (ILLUMINATED) - SECTION

1/2" = 1'-0"

PRIMARY DIRECTIONAL SIGN - SECTION

1/2" = 1'-0"

PRIMARY BUILDING ID SIGN - SECTION

K E Y P L A N

C

C

E

FLEXIBLE CONDUIT CONNECTION

SUBSCRIPT: WP - WEATHERPROOF, GF - GROUND FAULT

CIRCUIT INTERRUPTER

BASED ON MANUFACTURERS RECOMMENDATIONS

JUNCTION BOX

NON-FUSED DISCONNECT SWITCH. SIZE AS SHOWN

FUSED DISCONNECT SWITCH. SIZE FUSES FOR EQUIPMENT

SURFACE MOUNTED PANELBOARD OR AUTOMATIC TRANSFER

SWITCH AS INDICATED.

J

WP/GF

POWER

CONCEALED OR OPEN

UNDERGROUND

WIRINGLIGHTING

EXTERIOR SITE

GROUNDING

A AMPERE

AC ABOVE COUNTER, 42"AFF UNLESS OTHERWISE INDICATED

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR - TO BOTTOM

AL ALUMINUM

1/C ONE CONDUCTOR

C CONDUIT

CB CIRCUIT BREAKER

CKT CIRCUIT

CU COPPER

EF EXHAUST FAN

EMT ELECTRICAL METALLIC TUBING

EWC ELECTRIC WATER COOLER

FACP FIRE ALARM CONTROL PANEL

FM FREQUENCY MODULATION

GFI GROUND FAULT CIRCUIT INTERRUPTER

GFP GROUND FAULT PROTECTION

HACR HEATING AIR CONDITIONING REFRIGERATION

HP HORSEPOWER

HPS HIGH PRESSURE SODIUM

HT HEIGHT

HZ HERTZ

IDS INTRUSION DETECTION SYSTEM

J JUNCTION BOX

KWH KILOWATT HOUR

LED LIGHT EMITTING DIODE

MCB MAIN CIRCUIT BREAKER

MH MOUNTING HEIGHT - TO CENTER

MLO MAIN LUGS ONLY

MTD MOUNTED

NEC NATIONAL ELECTRICAL CODE

NF NON FUSED

NO. NUMBER

OS OCCUPANCY SENSOR

PH PHASE

PIR PASSIVE INFRARED

RGS RIGID GALVANIZED STEEL

SM SINGLE MODE

TTB TELEPHONE TERMINAL BOARD

TV TELEVISION

SPD SURGE PROTECTIVE DEVICE

UNO UNLESS NOTED OTHERWISE

V VOLT

VA VOLTAMPERE

VVD VARIABLE VOLUME DAMPER

W WATTS

WP WEATHERPROOF

XFMR TRANSFORMER

ABBREVIATIONS

NEW PAD MOUNTED TRANSFORMER

EXISTING COMMUNICATIONS MANHOLE

NEW COMMUNICATIONS MANHOLE

EXISTING ITEMS TO BE REMOVED

EXISTING UNDERGROUND ELECTRICAL LINE.

EXISTING OVERHEAD ELECTRICAL LINE.

EXISTING UNDERGROUND COMMUNICATION LINE

EXISTING OVERHEAD COMMUNICATION LINE

EX

NEW ELECTRICAL HANDHOLE

NEW BOLLARD LIGHT FIXTURE.

E

EP

UP

EUC

EC

GRID COUNTERPOISE CONDUCTOR

LIGHTNING PROTECTION ROOF CONDUCTOR

CONNECTION TO GROUND

LIGHTNING PROTECTION DOWN CONDUCTOR

RC

DC

G

AIR TERMINAL

GROUNDING ROD

STATIC GROUNDING RECEPTACLE

UP

US

UC

NEW UNDERGROUND PRIMARY

NEW UNDERGROUND SECONDARY

NEW UNDERGROUND COMMUNICATIONS

EXISTING SECTIONALIZER CABINETS

T

H

M

M a

PEDESTRIAN POLE LIGHT UNLESS OTHERWISE NOTED.

20 AMP, 125 VOLT SINGLE-POLE TOGGLE SWITCH

MOUNTED 42" AFF.

a - CONTROLS LIGHTS WITH "a" DESIGNATION

EMERGENCY LIGHT

2' x 4' FIXTURE. SOLID FILL INDICATES FIXTURE ON LIFE

SAFETY OR EMERGENCY CIRCUIT.

(WHERE GENERATOR POWER IS NOT AVAILABLE

PROVIDE A UNIT BATTERY AT 1400 LM)

2' x 4' FIXTURE. DIAGONAL FILL INDICATES FIXTURE ON

CRITICAL CIRCUIT.

E EXISTING

POWER CONNECTION

PC PHOTOCELL

PB PULLBOX

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER

321 4 5 6 7 8 9 10

06/25/2021

C U s e rs

\c h e ls \D o c u m e n ts \F

F E

M t H o m e

I n s ta ll S ig n s c h e ls e y .g a lli o n

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/2

/2

:4

:3

P

M

E001

LEGEND, SCHEDULES AND

GENERAL NOTES

06/25/2021 JB CLG

AE INSTALL SIGNS AND HISTORICAL

SITE ENHANCE

#621-20-104

MT. HOME, TENNESSEE

CONSTRUCTION BID

DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

NOTES: 1. VERIFY SITE LIGHTING VOLTAGE PRIOR TO ORDERING NEW PEDESTRIAN POLE LIGHT FIXTURES.

LIGHTING FIXTURE SCHEDULE

IMAGE TYPE DESCRIPTION

LOAD

(VA) LAMP(S)

LUMINOUS

FLUX NOTES

FL1 ARCHITECTURAL FLOOD LIGHT. 4000K. 208V.

ONE PIECE DIE-CAST HOUSING WITH IMPACT

RESISTANT LENS. BASE MOUNTED. 78 H x 63 V DEGREE BEAM ANGLE. 8.75" W x 7" H x 4.38" D.

20 VA LED 2000 lm

P1 LED WET LOCATION PENDANT. 4000K.

DIE-CAST ALUMINUM HOUSING. MATTE

BLACK POWDERCOAT FINISH.14.5"

DIAMETER, 9.9" HIGH. 120-277V. STEM MOUNT

13'-0" AFF.

18 VA LED 2700 lm

P2 60" DIAMETER, 6 BLADE WHITE OUTDOOR

FAN WITH INTEGRAL LED LIGHT.

AIRCRAFT-GRADE ALUMINUM

CONSTRUCTION. MOUNT 13'-00" AFF. 120V.

22 VA LED 1770 lm

PL3 4000K, LED ARCHITECTURAL PEDESTRIAN

POLE LIGHT. COLOR TO MATCH NEW FINISH

OF LIGHT POLE. 120-277V. HOLOPHANE TYPE

JFE2-P20-40K-AS-AY3

55 VA LED 4400 lm 1

PL3a 4000K, LED ARCHITECTURAL PEDESTRIAN

POLE LIGHT. COLOR TO MATCH NEW FINISH

OF LIGHT POLE. 120-277V. HOLOPHANE TYPE

JFE2-P10-40K-AS-AY3

35 VA LED 2800 lm 1

PL5 4000K, LED ARCHITECTURAL PEDESTRIAN

POLE LIGHT. COLOR TO MATCH NEW FINISH

OF LIGHT POLE. 120-277V. HOLOPHANE TYPE

JFE2-P20-40K-AS-AY5

55 VA LED 4100 lm 1

PL5a 4000K, LED ARCHITECTURAL PEDESTRIAN

POLE LIGHT. COLOR TO MATCH NEW FINISH

OF LIGHT POLE. 120-277V. HOLOPHANE TYPE

JFE2-P10-40K-AS-AY5

35 VA LED 2600 lm 1

Notes:

Total Est. Demand Current: 1 A

Total Conn. Current: 1 A

Total Est. Demand: 300 VA

Total Conn. Load: 300 VA

Power 300 VA 100.00% 300 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 3 A 0 A 0 A

Total Load: 300 VA 0 VA 0 VA

41 Space -- -- 0 VA 0 VA -- -- Space 42

39 Space -- -- 0 VA 0 VA -- -- Space 40

37 NORTH ENTRANCE DIGITAL SIGN 20 A 1 300 VA 0 VA -- -- Space 38

35 Existing 20 A 1 0 VA 0 VA 1 20 A Existing 36

-- -- -- 0 VA 0 VA 1 20 A Existing 34

-- -- -- 0 VA 0 VA -- -- --

29,31... Spare 20 A 3 0 VA 0 VA -- -- --

-- -- -- 0 VA 0 VA 3 100 A Existing 28,30...

-- -- -- 0 VA 0 VA -- -- --

23,25... Spare 20 A 3 0 VA 0 VA 2 30 A Existing 24,26

21 Existing 20 A 1 0 VA 0 VA -- -- --

19 Existing 20 A 1 0 VA 0 VA -- -- --

-- -- -- 0 VA 0 VA 3 20 A Spare 18,20...

-- -- -- 0 VA 0 VA -- -- --

13,15... Existing 20 A 3 0 VA 0 VA -- -- --

-- -- -- 0 VA 0 VA 3 20 A Existing 12,14...

-- -- -- 0 VA 0 VA 1 20 A Existing 10

7,9,11 Existing 100 A 3 0 VA 0 VA 1 20 A Existing 8

5 Space -- -- 0 VA 0 VA 1 20 A Existing 6

3 Existing 20 A 1 0 VA 0 VA 1 20 A Existing 4

1 Existing 20 A 1 0 VA 0 VA 1 20 A Existing 2

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

1. PROVIDE NEW 20A/1P BREAKER FOR NEW CIRCUITS IN PANEL.

Notes:

Enclosure: Type 1 MCB Rating: 400 A

Mounting: Surface Wires: 4 Mains Rating: 400 A

Supply From: Phases: 3 Mains Type: MCB

Location: Volts: 120/208 Wye A.I.C. Rating:

Branch Panel: BLDG 20 PNL

Notes:

Total Est. Demand Current: 0 A

Total Conn. Current: 0 A

Total Est. Demand: 180 VA

Total Conn. Load: 180 VA

Power 180 VA 100.00% 180 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 0 A 2 A 0 A

Total Load: 0 VA 180 VA 0 VA

41 Space -- -- 0 VA 0 VA -- -- Space 42

39 Space -- -- 0 VA 0 VA -- -- Space 40

37 Space -- -- 0 VA 0 VA -- -- Space 38

35 Space -- -- 0 VA 0 VA -- -- Space 36

33 Space -- -- 0 VA 0 VA -- -- Space 34

31 Space -- -- 0 VA 0 VA -- -- Space 32

29 Space -- -- 0 VA 0 VA -- -- Space 30

27 DIGITAL SIGN - SOUTH ENTRANCE 20 A 1 180 VA 0 VA -- -- Space 28

-- -- -- 0 VA 0 VA -- -- --

23,25 Spare 30 A 2 0 VA 0 VA 2 30 A Spare 24,26

-- -- -- 0 VA 0 VA -- -- --

19,21 Spare 20 A 2 0 VA 0 VA 2 30 A Spare 20,22

-- -- -- 0 VA 0 VA -- -- --

15,17 Existing 20 A 2 0 VA 0 VA 2 20 A Existing 16,18

13 Existing 20 A 1 0 VA 0 VA 1 30 A Existing 14

11 Existing 20 A 1 0 VA 0 VA 1 30 A Existing 12

9 Existing 20 A 1 0 VA 0 VA 1 20 A Existing 10

7 Existing 20 A 1 0 VA 0 VA 1 20 A Existing 8

5 Existing 20 A 1 0 VA 0 VA -- -- --

-- -- -- 0 VA 0 VA -- -- --

1,3 Existing 60 A 2 0 VA 0 VA 3 100 A Existing 2,4,6

CKT Circuit Description Trip Poles A B C Poles Trip Circuit Description CKT

1. PROVIDE NEW 20A/1P BREAKER FOR NEW CIRCUITS IN PANEL.

Notes:

Enclosure: Type 1 MCB Rating: 225 A

Mounting: Surface Wires: 4 Mains Rating: 225 A

Supply From: Phases: 3 Mains Type: MCB

Location: Volts: 120/208 Wye A.I.C. Rating: 10,000 A

Branch Panel: EEQD-C(EXISTING) (EXISTING)

Revisions: Date:

VHAMOULopezJ Callout This model is discontinued, use JFE3 which is replacement

VHAMOULopezJ Cloud

VHAMOULopezJ Callout This model is discontinued, use JFE3 which is replacement

VHAMOULopezJ Cloud

VHAMOULopezJ Callout This model is discontinued, use JFE3 which is replacement

VHAMOULopezJ Cloud

VHAMOULopezJ Callout This model is discontinued, use JFE3 which is replacement

VHAMOULopezJ Cloud

VHAMOULopezJ PolyLine

VHAMOULopezJ Image

TO JCMC

(MED. CENTER)

T O

E

TS

U

SO

UT

HE

RN

R R

40 41

BRUSH

CREE

K

LA

KE

D R.

E

AS

T

LAKE DR. WEST

DOGWOOD AVE.

F I F T H

S T

MAPLE AVE.

MEMORIAL AVE.

F O U R T H

S T

T H I R D

S T

MEMORIAL AVE.

MAPLE AVE.

MAGNOLIA

AVE.

S E C O N D

S T

FIR

ST

ST.

LAMONT

ST.

S

ID

N E Y

S T

DOGWOOD AVE.

BROWNLOW

CI

RC

LE

LAKE

BRUSH

CREE

K

ASHE AVE.

BRADFORD PEAR LANE

S. FIR

ST

ST.

PEA

CE

AVE

CEMETERY

M

AIN

T. R

D.

PEACE AVE.

S U N S E T

D R

FREEDOM RD.

CEMETERY

VI

CT

OR

Y

LN

SUNSET DR.

FRE

EDO

M R D.

VICTORY LN.

E101B

E101B

E101

AREA A AREA B AREA C

AREA D AREA E

AREA F

AREA G

E101

E101

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER

321 4 5 6 7 8 9 10

06/25/2021

C U s e rs

\c h e ls \D o c u m e n ts \F

F E

M t H o m e

I n s ta ll S ig n s c h e ls e y .g a lli o n

.r v t

/2

/2

:4

:3

P

M

E100

ELECTRICAL SITE PLAN

06/25/2021 JB CLG

AE INSTALL SIGNS AND HISTORICAL

SITE ENHANCE

#621-20-104

MT. HOME, TENNESSEE

CONSTRUCTION BID

DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1" = 200'-0"

ELECTRICAL SITE PLAN

A. REFER TO SHEETS ES101 AND ES102 FOR ENLARGED ELECTRICAL PLANS.

G E N E R A L N O T E S

1. REFER TO SHEETS E102-E108 FOR LIGHT POLE LOCATIONS IN EACH AREA.

D R A W I N G N O T E S

P L

PL

P P

PL

PL

EXISTING BRICK PIER

EXISTING BRICK PIER

FUTURE GATE

TO

BLDG 20 99

LAMONT STREET

S E

C O

N D

S T

R E

E T

TO BLDG 20

PANEL

BLDG 20 PNL

PL3

NEW GATE

BLDG 20 - 37

M O

U N

T A

IN

H

O M

E D

R

IV

E

W. LAKE DRIVE

E L A

K E

D R

IV

E

1 STORY BRICK

BUILDING

PL5

PL5

EXISTING BRICK PIER

EXISTING BRICK PIER

BLDG 103

BLDG 103

NEW DIGITAL SIGN

EEQD-C-27

NEW GATE

EEQD-C

EXISTING

PANEL

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

U.S. Department of Veterans Affairs

B

C

D

E

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD STAMPLANDSCAPE ARCHITECT / CIVIL ENGINEER

321 4 5 6 7 8 9 10

06/25/2021

C U s e rs

\c h e ls \D o c u m e n ts \F

F E

M t H o m e

I n s ta ll S ig n s c h e ls e y .g a lli o n

.r v t

/2

/2

:4

:3

P

M

E101

ENLARGED PLANS

06/25/2021 JB CLG

AE INSTALL SIGNS AND HISTORICAL

SITE ENHANCE

#621-20-104

MT. HOME, TENNESSEE

CONSTRUCTION BID

DOCUMENTS

JAMES H.

QUILLEN VA

MEDICAL

CENTER

1. PROVIDE (3) 0.75" PVC CONDUITS FROM PANEL EEQD-C IN BUILDING 103 TO NEW

GATE LOCATIONS FOR ELECTRIC AND DATA. WIRING TO BE INSTALLED IN FUTURE

PROJECT. STUB CONDUIT UP AND CAP. POUR CONCRETE BASE AROUND CONDUIT

STUB UP FOR PROTECTION. DIRECT BURY #8 WIRE ALONG CONDUIT TO LOCATE

CONDUIT IN FUTURE. COORDINATE EXACT LOCATION OF CONDUIT STUB UP AND

CONCRETE BASE WITH C.O.R. AND GATE INSTALLER PRIOR TO INSTALLATION.

2. PROVIDE 120V-1PH CONNECTION FROM PANEL EEQD-C TO NEW DIGITAL SIGN.

PROVIDE NEW 20A/1P BREAKER FOR NEW CIRCUITS IN PANEL.

2-#12, #12 GRD., IN 0.75" C.

3. PROVIDE DISCONNECT SWITCH IN NEMA 3R BOX FOR NEW DIGITAL SIGN.

4. DIRECTIONAL BORE BENEATH DRIVES FOR INSTALLATION OF CONDUIT.

5. PROVIDE 0.75" PVC CONDUIT TO SIGN FOR FUTURE DATA.

6. PROVIDE (3) 0.75" PVC CONDUITS FROM BUILDING 20 TO NEW GATE LOCATIONS FOR

ELECTRIC AND DATA. WIRING TO BE INSTALLED IN FUTURE PROJECT. STUB

CONDUIT UP AND CAP. POUR CONCRETE BASE AROUND CONDUIT STUB UP FOR

PROTECTION. DIRECT BURY #8 WIRE ALONG CONDUIT TO LOCATE CONDUIT IN

FUTURE. COORDINATE EXACT LOCATION OF CONDUIT STUB UP AND CONCRETE

BASE WITH C.O.R. AND GATE INSTALLER PRIOR TO INSTALLATION.

7. REMOVE AND REPAIR SIDEWALK TO INSTALL NEW 0.75" CONDUIT.

8. PROVIDE 120V-1PH CONNECTION FROM BUILDING 20 PANEL TO NEW DIGITAL SIGN.

PROVIDE NEW 20A/1P BREAKER IN PANEL FOR NEW CIRCUIT.

2-#12, #12 GRD., IN 0.75" C.

9. PROVIDE (3) 0.75" PVC CONDUITS FROM BUILDING 20 TO FUTURE GATE LOCATIONS

FOR ELECTRIC AND DATA. WIRING TO BE INSTALLED IN FUTURE PROJECT. STUB

CONDUIT UP AND CAP. POUR CONCRETE BASE AROUND CONDUIT STUB UP FOR

PROTECTION. DIRECT BURY #8 WIRE ALONG CONDUIT TO LOCATE CONDUIT IN

FUTURE. COORDINATE EXACT LOCATION OF CONDUIT STUB UP AND CONCRETE

BASE WITH C.O.R. PRIOR TO INSTALLATION.

D R A W I N G N O T E S

1" = 10'-0"

PARTIAL SITE PLAN - NORTHEAST ENTRANCE

1" = 10'-0"

PARTIAL SITE PLAN - NORTH GATE

1" = 10'-0"

PARTIAL SITE PLAN - SOUTH GATE